the basics of phosphorus removal prepared by michigan department of environmental quality operator...
TRANSCRIPT
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The Basics ofThe Basics ofPhosphorus RemovalPhosphorus Removal
Prepared byMichigan Department of Environmental Quality
Operator Training and Certification Unit
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WHY THE CONCERN OVERWHY THE CONCERN OVER
P
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WHY IT’S REGULATED:
PhosphorusPhosphorus
100:5:1 (C:N:P)
PHOSPHORUS IS A NUTRIENT
INCREASES PLANT GROWTH
Good for Food Crops
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WHY IT’S REGULATED:
PhosphorusPhosphorus
100:5:1 (C:N:P)
PHOSPHORUS IS A NUTRIENT
INCREASES PLANT GROWTH
Not Good for Aquatic Systems
Good for Food Crops
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WHY IT’S REGULATED:
PhosphorusPhosphorus
100:5:1 (C:N:P)
PHOSPHORUS IS A NUTRIENT
INCREASES EUTROPHICATION
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EutrophicationEutrophicationEutrophicationEutrophicationFrom the Greek word “Eutrophos”, meaning
“well nourished”
Describes the biological reactions of aquatic systems to nutrient enrichment
Natural aging process
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EutrophicationEutrophicationEutrophicationEutrophication
Classification of Lakes
OligotrophicCold, Deep, Low Nutrients
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EutrophicationEutrophicationEutrophicationEutrophication
Classification of Lakes
MesotrophicIncreasing in Nutrient Load
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EutrophicationEutrophicationEutrophicationEutrophication
Classification of Lakes
EutrophicShallow, Warm, High Nutrient Load
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EutrophicationEutrophicationEutrophicationEutrophication
Classification of Lakes
Oligotrophic
Mesotrophic
Eutrophic
Cold, Deep, Low Nutrients
Increasing in Nutrient Load
Shallow, Warm, High Nutrient Load
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Control of EutrophicationControl of Eutrophication
Control Nutrient LoadControl Nutrient Load
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Nitrogen
Essential NutrientVery available in natureNot practical to control
Control of EutrophicationControl of Eutrophication
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Essential NutrientNot easily replaced in nature
P removal is practical
Phosphorus
The Phosphorus Cycle
Control of EutrophicationControl of Eutrophication
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EutrophicationEutrophicationEutrophicationEutrophicationRate of Eutrophication is increased by human activities
(Cultural Eutrophication)
Wastewater DischargesWWTPOn-Site SystemsCombined Sewer Overflow
Stormwater Run-Off
Development
Agriculture
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USUALLY LIMITED IN MICHIGAN TO 1 mg/L OR LESS IN DISCHARGES
TO SURFACE WATER
PhosphorusPhosphorus
Wastewater Discharges
(Many Have Pounds Limit)
Limits Getting More Restrictive
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Organic Phosphorus• complex organic compounds• soluble or particulate• decomposes to Ortho-P
Forms and Sources of PhosphorusForms and Sources of Phosphorus
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Polyphosphate (condensed phosphate)• chained molecules• soluble• home, industrial detergents• potable water treatment• decomposes to Ortho-P
Forms and Sources of PhosphorusForms and Sources of Phosphorus
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Orthophosphate• Simple Phosphate, PO4
• soluble• household cleaning agents• industrial cleaners;• phosphoric acid•conversion of organic and poly phosphate
Forms and Sources of PhosphorusForms and Sources of Phosphorus
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• Removal of Settleable Solids Provides
Some Phosphorus Removal
Primary Sedimentation 5 - 15 %
Phosphorus RemovalPhosphorus Removal
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PrimaryClarifier Aeration
TankSecondary
ClarifierWAS
P
P
P
P
Conversion to Ortho-P
OrthoPolyOrganic Ortho
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•Biological Wastewater Treatment Systems Will Remove Phosphorus
100:5:1 (C:N:P)Primary and TF 20 - 30 %Primary and AS 30 - 50 %
•Total Influent P Ranges from 2.5 to 6 mg/L
•NPDES Permits Limit Effluent P 1 mg/L and Lower
Most Facilities Will Require Additional Process for Phosphorous Removal
Phosphorus RemovalPhosphorus Removal
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2. Enhanced Biological Uptake
Removal of Ortho-P may Occur Through:
1. Chemical Precipitation
Phosphorus RemovalPhosphorus Removal
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Ortho Phosphate(Soluble)
plusMetal Salts
(Soluble)
form
Insoluble Phosphorus Compounds
Chemical Phosphorus RemovalChemical Phosphorus Removal
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Total PhosphorusOrganic
Phosphorus
Condensed (Poly) Phosphates
OrthoPhosphates Ortho
Phosphates
Metal SaltAddition
Chemical Phosphorus RemovalChemical Phosphorus Removal
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Chemical RemovalChemical Removal
M+3 +( M+3 = Metal in Solution )
Metals used are: Aluminum, Al
Iron, Fe
PRECIPITATION
PO4-3 MPO4
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Chemicals Usedfor
Phosphorous Precipitation
Most Common in Michigan:
Ferric ChlorideFerrous Chloride
Alum
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FERRIC IRON - Fe+3FERRIC IRON - Fe+3
M+3 + PO4-3 MPO4
Fe+3 + PO4-3 FePO4
Weight RatioFe+3 to P
1.8 : 1
FeCl3 : P5.2 : 1
Starting Dosage 20-25 mg/L
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ALUMINUM COMPOUNDS
Aluminum Sulfate (Alum)Al2(SO4)3
. 14H2O
Sodium AluminateNa2Al2O4
Aluminum ChlorideAlCl3
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Alum Dosage Rates
Al2(SO4)3 + 2PO4-3 2AlPO4
Weight Ratio
Al+3 : P0.87 : 1
Alum to Phosphorus9.6 : 1
Starting Dosage 40-50 mg/L
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Total Phosphorus
Organic Phosphorus
Condensed (Poly) Phosphates
OrthoPhosphates Ortho
Phosphates
Metal SaltAddition
RASWAS
Chemical Phosphorus RemovalChemical Phosphorus Removal
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2. Enhanced Biological Uptake
Removal of Ortho-P may Occur Through:
1. Chemical Precipitation
Often Just CalledBIOLOGICAL P REMOVAL
Phosphorus RemovalPhosphorus Removal
(EBPR)
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Biological P RemovalBiological P Removal
All Biological Systems Take Up P
100:5:1C:N:P
Some Facilities Removed More P Than 1P:100BOD
??
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RAS
AnaerobicAerobic
Clarifier
Soluble BOD
Time
Ortho-P
The MLSS in Those Facilities CycledFrom Anaerobic to Aerobic
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RAS
AnaerobicAerobic
Clarifier
The MLSS in Those Facilities CycledFrom Anaerobic to Aerobic
This Promoted the Accumulation of Bacteria that Uses P as an Energy Storage Mechanism
Acinetobacter (Assin Eato Back Ter)
& OtherPhosphate Accumulating Organisms (PAO)
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Biological P RemovalBiological P Removal
AlsoSelection of PAO - Phosphate Accumulating Organisms(Able to Out-Compete Other Aerobic Heterotrophic Bacteria for Food When Anaerobic)
Heterotrophic Bacteria Break Down OrganicsFermentation
Volatile Fatty Acids (VFAs) Acetate (Acetic Acid)
Anaerobic Conditions
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Biological P RemovalBiological P Removal
Anaerobic Conditions
PAO Take Up VFAs and Covert them toPolyhydroxybutyrate (PHB)
PAO Able to store soluble organics asPolyhydroxybutyrate (PHB)
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Biological P RemovalBiological P RemovalAnaerobic Conditions
PAO Break Energy-Rich Poly-P Bonds To Produce Energy Needed for the Production of PHB
Ortho-P is Released Into Solution
PAO Able to store soluble organics asPolyhydroxybutyrate (PHB)
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Biological P RemovalBiological P Removal
Rapid Aerobic Metabolism of Stored Food (PHB)Producing New Cells
Aerobic Conditions
PO4 Used in Cell ProductionExcess Stored as Polyphosphate
(“Luxury Uptake”)
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Sludge is Wasted When Loaded With P
Biological P RemovalBiological P RemovalAerobic Conditions
PO4 Used in Cell ProductionExcess Stored as Polyphosphate
Biomass Approximately 5 to 7% P by Weight(Normal 1.5 to 2 %)
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Biological P RemovalBiological P Removal
EBPRBSCOD
BODVFAsPAOPHB
Ortho-PPoly-P
Luxury UptakeAcinetobacter
?
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Biological P RemovalBiological P Removal
Phosphorus Accumulating Bacteria (PAO)
AnaerobicFermentationAcetate ProductionSelection of Acinetobacter/PAOP Released to Produce Energy
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Biological P RemovalBiological P Removal
Phosphorus Accumulating Bacteria (PAO)
AnaerobicFermentationAcetate ProductionSelection of Acinetobacter/PAOP Released to Produce Energy
Aerobic
Stored Food ConsumedExcess P Taken UpSludge Wasted
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Biological P RemovalBiological P Removal
Most often Used Processes
A/OPhostrip
A2/OConcentric Ring Oxidation Ditch
Sequencing Batch Reactor
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DefinitionsDefinitions
Aerobic – Dissolved (Free) Oxygen Present – O2
Oxic – Dissolved (Free) Oxygen Present – O2
Anoxic – No Free Oxygen (Combined Oxygen –Nitrates NO2 and Nitrites NO3)
Anaerobic – Oxygen Absent
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Head End of Aeration Tank Baffled and Mechanically Head End of Aeration Tank Baffled and Mechanically MixedMixed
Primary Effluent and RAS Produce Anaerobic ConditionsPrimary Effluent and RAS Produce Anaerobic Conditions
Phosphorus ReleasedPhosphorus Released
““Luxury Uptake” of Phosphorus in Aerated End Luxury Uptake” of Phosphorus in Aerated End
A/O Process(Anaerobic/Oxic)
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Studies in Florida and Pontiac, MIStudies in Florida and Pontiac, MI
At Pontiac At Pontiac (Cold Weather Testing)(Cold Weather Testing)
Side by Side with ConventionalSide by Side with ConventionalCold Weather P removal achievedCold Weather P removal achieved
Nitrification process continuedNitrification process continuedAnaerobic Digester recycle notAnaerobic Digester recycle not detrimentaldetrimental
A/O Process(Anaerobic/Oxic)
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A/O Process
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Control IssuesControl Issues
Patented ProcessPatented Process
A/O Process(Anaerobic/Oxic)
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Phostrip
Some Return Sludge Diverted to Anaerobic Stripper
Phosphorus Released
Elutriated (Washed) to a Precipitation Tank
Precipitated With Lime – Sludge Removed
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A/O Process
A2/O (Anaerobic/Anoxic/Oxic)
(Anaerobic/Oxic)
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Concentric Ring Oxidation Ditch
Anaerobic
Aerobic
Aerobic
Three Aeration Tanks in Concentric Rings
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Concentric Ring Oxidation Ditch
Wasting Aerobicthe Bio-solids
Removes Phosphorus
Three Aeration Tanks in Concentric Rings
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Sequencing Batch ReactorSequencing Batch Reactor
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Sequencing Batch ReactorSequencing Batch Reactor
Batch Treatment in Sequence of Steps
Static Fill
Mixed Fill
React Fill
React
Settle
Decant
Waste
Idle
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D.O.
Ortho-P
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Sequencing Batch ReactorSequencing Batch Reactor
Batch Treatment in Sequence of Steps
AnaerobicP Release
AerobicP Taken Up by
Biomass.
P Removed in Sludge
Static Fill
Mixed Fill
React Fill
React
Settle
Decant
Waste
Idle
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RAS
AnaerobicAerobic
Clarifier
The MLSS Cycles From Anaerobic to Aerobic
This Promotes Phosphate Accumulating Organisms (PAO)
AnaerobicFermentationAcetate ProductionP Released to Produce Energy
Aerobic
Stored Food ConsumedExcess P Taken UpSludge Wasted
Biological P RemovalBiological P Removal
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Important Considerations
Adequate Influent BOD ( Enough O2 demand to achieve anaerobic conditions)
BOD:P 20:1
Adequate Anaerobic Detention Time 1-3 hrs (Not so long as to reduce sulfate to sulfide-septicity)
Adequate Aerobic Detention Time 4-5 hrs. (Enough time for BOD removal & Nitrification)
Biological P RemovalBiological P Removal
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Low Effluent Suspended SolidsBelow 20 mg/L (SS result in P in effluent)
Important Considerations
Nitrification –Nitrate(Adds O2 in Anaerobic Zone)
Sludge Handling(Supernatant P can overload P removal system)
Biological P RemovalBiological P Removal
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Benefits
Biological P RemovalBiological P Removal
No Chemical Feed (Usually, Sometimes)
Lower CostSafetyNo Tramp MetalsNo Chemical Sludge Produced
Inhibits Growth of Filamentous Organisms(Cycling between Anaerobic & Aerobic)
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Unbenefits
Probably Need Chemical System Too
DO requirements Opposes Nitrification
Sludge Handling More Critical
Effluent Solids More Critical
Close Control RequiredP in Anaerobic and AerobicD.O. in Anaerobic and Aerobic
May be Patented Process
Biological P RemovalBiological P Removal
![Page 62: The Basics of Phosphorus Removal Prepared by Michigan Department of Environmental Quality Operator Training and Certification Unit](https://reader030.vdocument.in/reader030/viewer/2022032701/56649c865503460f9493dbb5/html5/thumbnails/62.jpg)
The Basics ofThe Basics ofPhosphorus RemovalPhosphorus Removal
Prepared byMichigan Department of Environmental Quality
Operator Training and Certification Unit